Schubfestigkeit und Durchstanzen von Platten ohne Querkraftbewehrung
A general calculation model is developed and described starting from the effective load-carrying mechanisme of edge- and point supported (punching shear) slabs. This leads to a simplified and practical design process for shear. This method, originally developed for the new Swiss code SIA 262, is explained and compared to the DIN 1045-1 code through parametric studies and application examples.
Keywords: bridge ; shear force ; pont ; cisaillement ; design ; punching ; slab ; plasticity ; effort tranchant ; charge ultime ; dalle ; poinçonnement ; dimensionnement ; shear ; plasticité ; ultimate load
Record created on 2007-09-12, modified on 2016-08-08